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Home My WebLink About2003-P06867 - septic � � � � PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: Po6s6� Crystal Bay, Minnesota 55323 Permit Type: sept�� (952) 249-4600 Date Issued: io��2003 SITE ADDRESS: 725 Ferndale Rd N Wayzata,MN 55391 PID: 36-118-23-12-0002 DESCRIPTION: Proposed Use: Residential Pernut Class: General Pernut Type: Septic Pernut Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate pernuts required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Ingleside Engineering&Construction,Inc. �WNER: Micheal&Margaret Sowada PO Box 127 725 Ferndale Rd N Loretto,MN 55357 Wayzata MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOT BUILD G ODE REQUIREMENTS. � �" � ° <- G � APPLICANT ERMI E SI NATURE ISSUED BY SIGNATURE Copies: 1-File(Sipnitures Required), 1-Applicant, 1-Monthlv Reoorts, 1-Assessin�, 1-Finance Page 1 ,� , • CITY OF ORONO SEPT'IC SYST'E�I PERNIIT APPLICATION Bos 66 (2750 Kelley Parkway) Crystal Bay, Mn 5�323 � JOB STTE ADDRESS �� ^�� - `� �� (� Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System $100.00 %QC�� J Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's I\'ame: �`� � \�� SS� S� �-.��-��--ys Phone Number: Nlailing Address: 72 � I�r.-� �.�- '�o�• �1�� City: 6:c,�� (j Zip: Contractor's Name: �n��le�,� � `�-�� Phone Number: �� 7 i- l � � �j Mailing Address: � C �3 �.x I2 -7 City: Lc �z t�-c. Zip: 5 S �;� *** DO NOT NIAIL PAYMENT`VITH THIS APPLICATION*** GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a Minnesota Pollution Control Agency(Ml'CA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after roujh up but prior to sand placement(sand will be jar tested for silt content), and again durin; pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. � 5. Individual holdin�1�Il'CAInstallers License shall be present during all inspections. A 24-hour notice is required for all inspections. l , � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes� /G/ 1. I have received a copy of the s stem desi n includin the Ci of Orono Se tic Y g g �Y P System Approval Cover Sheet. � 2. I w-ill be installi�the following: A. Tanks: i� Precast Concrete Other Manufacturer Tank Capacities: 1) i z 5 c' gal. 2) 1�� c G gal 3) gal B. Pump Station (if required) Pump make& model (attach,��ump curve& literature); system design requires LI Z gpm at � �% feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician other. C. Treatment System: Trenches: s.f. ''/Mound Depth of rock below pipe " Rock bed dimensions�' x � ' Drop Boxes Sand bed dimensions �' x Jo�' Distribution Box Pressure Dist. Pipe Diam. '2 " Manifold Pipe Diam. �" D. Final Cover/Topsoil to be: borrowed from site show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies t t 11 sta e��s-nrati�n t � pplication are complete,true and correct. / �. 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'�i r� �at. 4 ,, - •�m��,'*� .,� ., �' - �"« w i�i,r �� _` �' � ��.� �1 ' F ; ' � � � �„... _ � _ _ �' �� ;.�a =�'" � � i�� p� '�.,,.�- 's f � B '^�:;r f,l ..�; ,i ��.�� Cf. . ,. a � � �..�a` . . � �fd:., � � �� '"y ��r y l w,aF� „ ��,.;;„ .�`,� �;, a, i � t� .�" �� ... F � ^i' ,�� L { t •0 x y �� A 4 � � zr R � �.� �, � �1 ��, �'4 � � :P a� `+ � � � , �?"�* �� M. � . "T � � 4 � � '�'��L ��, �,`� 'l,� `�:,� ��. ,.. wyya.,,��j "1�•.�"� v. �F... �. . ��' �i t' i ��'� � ��» �,.. t#-�. . -' a, .:>� �* `� �.-;� �� - � � �� f �'f � ( `� t '�r ' 6 � ti � r��'.. �& �, y . �'t'xb�� *qr. �, �� T y S ��3� E,..� b � � � �� vf;'4� � �� .� q'y , 3��:' � 3 i p �.� �� e� � �� *{�� . YI �.�g .._. �� . . .s�. _e,�*YS`�� '.�^, g��'��i..�+� �..� /�� C"�� ,�( fCb' J��.• �l„ _� y Y� -i SC:� i' l T��.r�� , , SEPTIC SYSTEM APPROVAL �' ��' �� P 0 o Y ,a � �„ C ITY of ORONO �lS� Municipal Offices �� .�G Street Address: Mailing Address: 9$EggOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner �•Ke sow�c"� Phone (Home) (Work) Address 7aS Fe��t��k' N City State Zip Site Evaluator S,r„� 3c�-�,�t:� State License # 6%7 Phone# �6 s - y`i 7- 3�� Type of Establishment: Single Family�_ Multi Family Commercial Est. Gallons Per Day �C�� No. Potential Bedrooms ( Slope: �� , � 3 Depth of Sand: Upslope: � Downslope: �� Soil Sizing Factor Perc Rates P-1 �S P-2 �•� P-3 >.� P-4 P-5 P-6 P-7 Restricting Layer Depth B-1 '3� '� B-2_�_�' B-31n'' B-4 B-5 B-6 Type of Treatment System: Standard �C Alternative Other Performance Pressurized Mound System � At-Grade System � Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size �ZS�' �}- `ta�,� # of Tanks � Lift Tank Size .��y� Pump Brand GPM � Head J y Treatment System: Minimum Square Feet with �'i inches of rock below pipe Mound Bed M�� X 7 S' Mound Treatment Are 3�� x `�5 3�"i x ��3� THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED k DENIED By the City of Orono subject to existing regulations and the following condition�s: ,/`^�-°i s� �� 1�\ r��W St�r� �'�'�KS - - M�i-►- r��^t) L� ` i�.�. ,� n^c�k C S�'r '� /`,C J�.t� S . j� �S �r�c t d��. By. ��''`r,bbC ��,'�'`�`�,'�-,y„�� -�� - C� � Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us �5 A ' � �7�P TESTING� �N�. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaei, MN 55376 • (763) 497-3566 FAX (763)-497-5011 State License #394 August 28, 2002 Mike & Peggy Sowada 725 Femdale Rd. No. Orono, Henn. Co., MN This site has an existing on-site sewage treatment system which is classified as failed by the City of Orono. An addition is planned for the home which includes a bedro�m. This on-site sewage treatment system is designed for a Type 1, six bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The seasonally saturated soils were located at 28" to 38" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the rock must be iocated at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate of 15.0 mpi. The existing tanks may be used if water tight and upon approval from the Inspector. If the tanks are not water tight, abandon, pump and fill with soil. The City requires a minimum of 1-1250 gallon and 1-1000 gallon tank. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. 1 _ ,; ! _ i � I 0 �l `•i •=,=� � ;i' I!J � 'iS }-oC.k- R'�p ` � � — �_ � �' ` �Cl ' / � ,a � 3,(� �Co P o f_5 ANo 3.��o ! F��-'�-g�.�- ' `�' 3 � �•�'s�� k-�-�a .a 9 P�A� v��,� SET- BACKS � /o , I !o� .�" � , HOUSE System musi be� 7onk �� from property I'uies x - 5�-�-��"� c�}�5��-- w��-��--� ��w �' from xeUs . W 1�.�-0�-1 �� from b'dgs. ��y;;; Treotment orea �s �fran bkes, ._� streams � . . - - Treatment oreo �� from property lines � NOTE=Power supply ond switches must be locafed in a - " t�t��-+:C�N1v�.�to�- _ �o�� 4ovs�v;�-n�+�so weather proof endosure outside the p�xnping c.homber and manhole f rom w elis,�rc�,f.s, - � . . ,� saceF,« ��.�,.�:� a� �from bldgs. � ?'t :.� /� 'from irees 4 SOIL BORInG EI.EVATIONS � � I r �I - , � . . - Av min. • ' TH�I EL.-��.3 � yD'- _� � I - �'~� _ o, _ grode�%TH�2 EL•-��.�� TanR � Tank � TH:'3 EL.-��2 Drop to 7ank �zs°�� I �d�o�c PRESSURE DISTRIBUTION MOUNO SYSTEM TH."4 EL- ��9 TH�5 EL:- M�u�. i�io 8� - �- - Max,l�to4� � ��F' -�'x41-a�s� �la�P,��oc� (�mber �Song..�. � E��VATIOV ot PROrOSED PL�MPING -4�l0 6��dia.piQe CHAMBER-��v� �"„"'� ��." • �,-scou�v.r1�,frac��s,�u l'�'�f�l?- �t'�.1 ,�� o��SraS�`G-9 bL . SYSTEM DESlGN -MOUND - � `� ,� '� ��`d „ 9 � � �� „ „ 9 5.� , . � � TYPE-�., � BEDROOM , Average percola6on rate�min./ind� (design.83sq_ft treatment orea pergol,of daily se�roge flanr) . oo gol./day x.83sq.ft�gd ��y� sq_ft.of treatmenf arefl +16�0=- sq.f1. (.= IOft.width=�ft.lenqtt�ofbed area�sideslope run `-�10 I x�heigtt=32ftx...l��ft.{awn-area needed) JA�� qeun rock needed- �`l�sq.fi.treotment area x l.O' deplhof rock=��2cu.ft:-27= �`� cu.yds.(3/4�io 21I��dp. ,ir�des 2��0# rock above p'�pe) �A��. St��.�,� �a��i�- l. 3 � � �� qeon sond fill b�tow rock needed a1�a.yds. opprox. , son�y loom bock fdl �� a. o x. to so1 6��tuyd•_�'�-�-OM2�1'�-�Q �O R'�?A tioho -fd -foeso►L /o S� G��`��s _ Y�- PPro � P uJ�Asl1G�0 � � — -- . _ . . _ . •: �.t�"�oO5��1tL,= lp�` :�'-tL�--� Number of fonks � �a , Ist tonk a v got. ,2nd ianfc no O gol.�ns f-w s Pa m P►N U �N�m-C's��R-- - � -� - _ _ � re�� _�i��—�-- -� _'- , _ ' Pumpir�g chomber copacity- 25% of daily sewoge fbw of d v gol.=�gal,+reserve s�aage of 15 Ogz:l/Bl��°901:+pipe boc4c drnnoge— pftOPER7Y 0:=' � ��r-�-��"' ~� of�gol./IOOfin.ft_of�rdp- a►PpIY Pipe, lir�ft needed �� 1�` _gol.-+manifo!d 1�gdJ1001"�nft of a�dio.pipe,�ftneeded�, "Z- 40�- a �_' � ".Y -��;,i�'a'�,.�-- 'ti%�u:;`""'' ' total copacity needed�Lgal.(plus area for pump) us� rn,n. 1 Sd C� g�1.ca P. ��..c `� t� �.� . 1�';�' '�` . C'�. ,� . - Distribulion pipe ��.�Z�da. , �oL l;n.ft.,?13��dia_ perforations.�_ opcx-f Pump s¢e ��_hp. (pumpable copacity.� 1 gol. 4 cydes/day) �.7��-� � `� .' H�i>o P��s ��s��dN�z�y��1 1 �,-,�n S—P TESTING /IV�G: . � • � � a-- ; ' /� � ,. _ _ Nole � �Vhen conslrucl�ng bed - , Ihis area shoub be shaped Note= D�stonce from tr�ohnent oreo 10 ne�ghbo��nq vr:lls— I =--�_,_ �,r, , ; ,. t��Y�r�� 5�� /00� � Designed 9y= ; io divert run-o(f (rom entering treotment orea. i pai�:c�/��,�_ � pH. 612-497-3566 _ _ _-- -----—---- ----._��_ _____— i�3o,�i � �I 'I � 1 ____----� ! I ; �� _ `� 1 � �� i . � ; � � , ;� � � F�_ � E - - � � �� , �_�4__ta'_� _ �_��' �C�lw,r„t,�T I , � \` �-r. �� c,T �T�lG v�(�-c>�'.��F��t��Yv.krJ� � � `—,___�� - _�St-�F�S '�aFYn�:.E_ f�t.IQ +�FYE(L ; , � � \ CO�NSTtLv,C�\�t�. _ � �,. � \ \ _ � � � �� , I � � � �r�� I � �� N 1 Q�� \ �'°4S c � \ ��,n�l : s�'1`�-'� l 9-� 'P o w�"�i � � c,,� � , �� CJ ��- � � y��,v V'�-- L�'�'v��- i-�''� - � r�� b �/ � 4/ , , � � � lc�v - U �x��iaJ� \ / �� `/ i� r -s,�v� �- , ��, 0. ! J ��l ��co►u_��STcsts Scokz �- ='�O Y:��4o�-� v►�-�,�, � � � G`'�al '�'F1�1�F-� 1-IaS� � 1-�o�o� � � ��ek3 � �� Benc}: MorSc — -- _� . qSN K Q'�;.0 f � , , L /� .- o- xq9, ��,_,_ Note= Tlis system is b be constn,cted lo mezi �l , �o��; / r � �tK �x�,�saa �c�� c«ud n — __ _ _� . -- X°I S�, .1 0� ,�'1 i , \� '('�,Y� l 1 y2� �/ b �� ,� ` � f ,S ti\� ��,��''��-''S ' ; Chapter 7080 & �,ocal Ordinance �x t� �- / , 1A�l�'^i�^,� , 'S rCiS-51l�`> Xa3�s / 9z.i1��s'S � �r�'�A �+,o \ � . /Q,\�� L / 5�5T'�v,� � �_ � j� ��'�OS Ev � �� \, �' _. =. \�`99.4 a, i�N�� Q,,�,,,,.� � � � � - � �., / �� Check aIl underground �tilities ' . �-W Wvti�'U`� 53� � �'�t O � ��, � � �' � �"T i , �c92-1 �l" � '�V 'y \ � � � 57 � �_.L. 9a o � 1"11�� '� 1�, ,- 1 � . x \\\ ` ��3�� `\ f'F�CPERTY OF= c'�u.� �!''�' r-a - � � 9 ` I � � �`,` �`, � ` �,_ ` < �� ,_, � Z S �'� '�'�-1.'��"C-- '�U.'��D, ! 9sS �' '� ��•o . , _ �,. CC`J`��;��-1 i.� 1`�1 � ( �'s� y_1��` (�,`). ; i� - � � � Y�4'' S-P TEST/NG/N f , - ; 445.� 1j Oev�ned Br: �''-- �'� - � � _ ._..___ — -_ __ __ ---- _ _ --- --_ _. ----------- I� �'e=�/�.z�:, PN_62-497-3566 � The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Recommend to divert the water softner also. Garbage disposals are not recommended, due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. � 1� " �, . Steven B. Schirmers 2 � �vIOUND DESIiGN WORK SHEET (For Flows up to 1200 gpd) ' A Average Design FLOW A-1: Estimated Sewage Flows In Gallons per Day num er o EShmated `�� gpd (see figure A-1) bedrooms Class I Class il Class III Class IV or measured x 1.5 (safety factor) = gpd 2 300 225 t so � 3 . 450 300 218 ofthe 4 600 375 256 values B. SEPTIC TANK Capacity 5 750 450 294 in the b 900 525 332 Ciass I, I -) � S� � �-��ovgallons (see figure G1) > >�� 3�o u, or iu ��op 8 1200 675 408 columns. ��) ��.]�M'C' Lka raw��is�.. C. SOILS (refer to site evaluation) c-i: se ticTankCa acities(in allons Number of Minimum Liquid Liquid capacity with Liquid capacity 1. Depth to restricting layer = � . 3 ,a.��e3.I feet B�� Capxity garbage disposal W��disposal& lift iuside 2. Depth of percolation tests = /- o feet Zo�ies5 �so �i2s 3or4 �ppp 15� 1500 3. Texture ��r�-� �o x�v� 5 w 6 isoo Zzso 200° Percolation rate mpi �,s o�9 a000 3000 300° 4. Soil loading rate � `-1 S �d/sqft(see figure D-33) 5. Percent land slope % D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A) by 0.83 to obtain required rock layer area. `�c�v gpd x 0.83 sqft/gpd = � 4� sqft 2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR 0.83 sqft/gpd x ) � gpd/sqft = /t� ft Mound LLR 3. Length of rock layer = area = width = � �L sqft (Dl) = /� ft (D2) _ '1� ft < � 2O M PI < � 2 E. ROCK VOLUME > 120 M PI < b 1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock �y '� sqft x 1 ft =�cuft 2. Divide cuft by 27 cuft/cuyd to get cubic yards '��l ) cuft +27 cuyd/cuft =�_ cuyd 3. Multiply cubic yards by 1.4 to get weight of rock in tons a.� cuyd x 1.4 ton/cuyd = 3g tons D-33: Absorptlon Width Slzing Table F. SEWAGE ABSORPTION WIDTH PercolationRale LoedingRate in Minules per Soil Tezture Gellons Absorption Inch pu day per Ratio MP� s uarc foo� Faster than 5 Coarse Send ],2p �,pp Medium Sand Absorption width equals absorption ratio (See Figure D-33) �gmYSend times rock layer width (D2) 16 to 30 Loem p.bp 2,pp /� 31 io 45 Silt Loam .50 2.40 a.�O' / x �� ft = a� ft <b�0 60 SandY Q.Y Q.45 2.6� Silty Clay Loam 6l to 120 Silty Clay 0.24 5.00 Sandy Clay 1 Slower than 120' •Sya�em duigned for�hue wils rtus�be qDer or per{orrrunce G. ,NIC�UND SLOPE WIDTH & LENGTH Landslope > 1% slope (landslope greater than 1%) over 1. Downslope absorption width = absorption width (F) , �� x�,� A� �4�� minus rock layer width (D2) -�°� �•��N•�� .y Y��• �' �� 6"To soll ,�;;r!�'�-�r;t ...w , v- �'z r��,�r�;�'' ��„ p ��.�... .' ��'�, .; bF'i�%iF�d�'�,'�'Gean�S�nd ..ok��i'h'+ �..r'�.1''• a��. �� ft- J t� ft= ' ft . �� '��`��;;�'�,:.�<��;��:;.;,.. ___ pmtlon y* h �t«uker��t�y.. 2. Calculate mound size �� awcc=a� x,�k �a�h��as� °owi++b �d'"cn�� UPSLOPE a. Depth of clean sand fill at upslope edge of � Abwrp Idth.band(F� rock layer = 3 ft minus the distance to restricting layer (C1) 3 ft- � 'fi- ft = 1 �c� ft b. Mound height at the upslope edge of rock D-�a: SLOPE MULTTPLIER TABLE layer = depth of clean sand for separation (G2a) L�,a UPSLOPE DOWNSLOPE Slo e multlplieaforvarfou� multi lienforvarioua at upslope edge plus depth of rock layer (1 ft) �+� .,o�r.do. .Pope ratioa plus depth of cover (1 ft) : • • • • 4: : 6: 7:1 /,v ft + lft + lft = 3 ,c� ft o �.0 4.0 S.0 6.0 7.0 8.0 3.0 4.0 5.0 6,0 7.0 C. Upslope berm multiplier based on land slope 1 2•91 3.85 4.76 5.66 6.5G 7.41 3.09 4.17 5.26 6.38 7.53 � •��~�� (see figure D-34) 2 2.e3 3.70 f.S4 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 d. Upslope width = berm multiplier (G2c) times ' �'s '�' ��s s.oa s.� e:�s s.so s.�a 5.88 7.32 8.86 upslope mound height (G2b): � �.68 3.�5 {.17 4.81 5.46 6.06 3.41 4.76 6.25 7.89 9.T1 � •�� ' X .� • C� ft = l l_ ft 5 Z61 3.�.7 {.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 DOWNSLOPE 6 � 3.23 3.65 4.41 4.93 5.41 3.66 ��7,14 9.38 12.07 7 2./6 3.12 9.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 2. Drop in elevation = rock layer width (D2)�times 8 212 3.03' 9.57 4.05 �.{9 4.88 3.95 5.88 8.33 11.54 15.91 percent landslope (C5) '�'� �.�� 9 2.36 2.9{ 3.45 3.90 {.30 4.65 {.11 6.25 9.09 13.Q4 18.92 / J ft X lJ % -E- 1�0 = � / �{ 10 2.31 Z86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 f. Downslope mound height= depth of clean 11 2.26 2.78 , 9.13 3.61 9.95 4.26 4.48 7.14 11.11 17.65 30.43 sand for slope difference (G2e) at downslope � � �1 2.70 3.12 3.f9 3.80 4.08 4.69 7.69 12.50 21.43 93.75 rock edge plus the mound height at the apslope edge of rock layer (G2b) � � 3. � ft +�_ ft= 3 . L ft ;. Downslope berm multiplier based on percent land slop � � S. a � (see figure D-34) ��S '- 1. Downslope width = downslope multiplier � � � Up.,op.rn,dwc�?d, G2g) times downslope mound height(G2� 3q� 5.�c� x �-�� ft = 1 � ft � � � Up peWldthfG2d) Wld�� /D Up}l�eW(dth(G2d) . Select the greater of G1 and G2h as the Length(D�>� � lownslope width: __ G7 ft � a � Downalop�Wfdth(G2I) r� Total mound width is the sum of upslope ` I AbwrpHon Wfdth(1ry 1 �idth (G2d) width plus rock layer width � � _ � � �'� ��2) plus downslope width (G2i) \ Tot.,un w c�zk, � � �_ ft + l c� ft +.�-�t- �ft a -E-�-`` . Total mound length is the sum of upslope width (G2d) lus rock layer length (D3) plus upslope width (G2d) I�� ft + �S ft+ _ c�ft = �..5 feet l � �� / � i� 3 Final Dimensions: 3� x /o �! ��=. � hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. ��-, � L. ,� "' ��--�_ ; � � � �, ,L ,. ___-� (signature) �"'1 y (license#) zS `a �s-v2 (date) , PRESSURE DISTRIBUTION SYSTEM Geotextile fabric 1. Select number of perforated Daterals 3 ��:,o:��;; �,.__;��,� 12" i v�:,.,,o. SNaCeci wl.i� I f'-- 2. Select perforation spacing = 3 ' o ft s''of r°`k Perf Sizing 3/16"- 1/4" 3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5�-s� the edge of the rock layer (see diagram),subtract 2 feet from the rock layer length. E-4: Maximum ollowable number of 1/4-inch periorotion 7 � ? per lateral to guarantee<10%discharge variation Rock ayer eng —2 ft — � J ft perforation 4. Determine the number of spaces between perforations. spacing Divide the length (3)by perforation spacing(2) and r un feet 1 inch 1.25 inch 1.5 inch 2.0 inch wn to nearest whole number. 2.5 8 14 18 28 Perforation spacing = '�3 ft=�ft= a�spaces 3.0 8 13 17 26 5. Number of perforations is equal to one plus the number of 3'3 � 12 �6 25 perforation spaces(4). Check figure E-4 to assure the number of 4'0 > i> �5 23 perforations per lateral guarantees <10% discharge variation. 5,0 6 10 1q 22 a�_spaces + 1 = �.� perforations/lateral E-6: Perforotfon Discharge in gpm 6. A. Total number of perforations = perforations per lateral (5) perforation diameter times number of laterals (1) head inches a� perfs/lat x�_lat=�perforations (feet) 3/16 7/32 1/4 1.Oa 0.42 0.56 0.74 B. Calculate the square footage per perforation. Should be 6-10 sqft/perf. Does not apply to at-grades. 2•0b 0.59 0.80 1.04 Rock bed area = rock width (ft) x rock length (ft) 5.0 0.94 1.26 1.65 �� ft X�ft= �SC� Sqft ° Use 1.0 foot for single-family homes. Square foot per perforation = Rock bed area =number of perfs (6) b Use 2.0 feet for an hin else. r]Sv sqft+�_perfs = c�•c� sqft/perf MANIFOID LOCATED 4T ENO OF pqE55URE DISTRIBUTION SYSTE 7. Determule required flow rate by multiplying the total number of perforations (6A) by flow per perforation(see figure E-6) W,,,a, 7S perfs x " Slo �l/3 erfs�� Z ~ gpm P -�_gpm .,.��. 8. If laterals are connected to header pipe as shown on upper � example, to select minunum required lateral diameter;enter ,�,,�«°`"`� �'"�u figure E-4 with perforation spacing (2) and number of perforations \�`"`M d per lateral (5) Select minimum diameter for perforated lateral- ��eS, �.W. a�C11lOMTED►IPC L�TEn�LS roa — PR[33WIE msTA�surion w rou�o [nau[D RurK�r[ 9. If perforated lateral system is attached to manifold pipe near �,„�,,, the center, lower diagram,perforated lateral length (3) and �"� ��`"'` �"�� . �""'°"�'�y�� Yw f�qo number of perforations per lateral (5)will be approximately one n.�..,o,��,,,,,�,„ .,.,..�.,.� a o that in step 8. Using these values, select minimum 'o\ s- diameter for perforated lateral= �� 1 Z inches. � ��aT""''� `` "°`.. e" ��.� ' d r��o� �^^"" . . \ ��M :� I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. � �' � (signature) �"1'� (license#) �6 �oZ45-OZ (date) .. . . � PITMP SELECTTOrl�'�I�T��C�D�TRE . . . 1. Determine pump capacity: .�i. Gravity disttibution , . 1. Minimum required'discharge is 10 gpm • ' 2. ,Maximum suggested'discharge is 45 gpm, For other� � � ..,�. establishzn�nts at Ieas�10?/o gre�tei��han the water supply rate, but no'faster than the�ate at which effluent will flow out of the disttibutiox�device. � . � � � � S. Pressure disiributivn . " ' � � See pressure�distributz•on work sheet From�A or B Selected�pump capaciiy: �=gp� : 2. D etermine punYp'head•requiremen#s: , . A. Elevatioz� difference between pump and point of clischarge? � � � so►I treatment sys�. �� feet . . , ' &p Int f ischa ' o:�P.a;d,:c:a>. B. Special head requirement? (See Figure at right-Special Head Itequi'rements) , total Ipe �`'O' 5 feet . , , lengt � lnlet � ` �.elevat(on C. Calculate Frictiozi loss ' . p�pe difference 1, Select pipe diameter a. O Lr ' ' '�'��' � , ,.. � ----•---------------•------ ---•- -o �c? 2. Enter Figure E-9 with gpaz(IA or g)and pipe diameter(C1). '' , Readfrictionlossinfeetper�00feetfromFigureE-9 ' Specta! Head �Requtrements Friction Loss =��,,ft/•100ft of pipe Gravity Ofstributlon o ft 3. Deternzine tofial p�pe length froni�pump discharge to soit treatment :Pressurc Distr(butfon 5 ft discharge poixzt. Estimate by adcting 25.percent to pipe length for • . fitting Ioss. Total pipe Iength times I.2S=equivalentpipe length ' ' `�S D feet x 1.25 = /�feet � � •E-9: Frtct�on Loss!n Plastic P1pe - 4. Cal'culate total friction loss by multiplying friction loss(CZ) • Por 10o tset in�ft/100 ft.b .the e uiyalent. i e•len . • nomina! Y q P'p gth(C3) artd divide by 100. . �ipa diameter = a, � ft/100ft x_ J_+100=_3_,!ft ' flow rate 1.5" 2�� 3�� m �. Total head required is.the sum of e7evation diffezence A ea'aT�' 20 ' 2,47 0,73 0.11 head requirements.($), and total friction Ioss (C4) C ,�� 25 , 3,73 1,11 0,16 /C2� ft+_ � � ft�-_� �_ ' • 30 5.23 1.55 0,23 � Total head: `feef 35 6,96 2.ob o.so , � ' 40 8.91 2.64 0.39 . I'urnp selection . � 4� �� >>.0? 3,28 0,48 � 50 13,46 3,99 0,58 A pump must be selected to deliver at ieast��p� � g� 4,76 0.70 (1A or B) with at Ieast�,�feet of total head (2D) � 60 5.60 0,82 65 6.48 0.95 • . 70 7,44 1,Q9 I hereby certit.y that I have mpleted this work in accordance with applicabl�ordinances, •,rules and laws. �' � (sigrtati.ue) 3� y I (license#) 'a`d —O Z (�at�) S�P TESTINGi INC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX • (763) 497-5011 State License #394 LOGS OF SOIL BORINGS Mike & Peggy Sowada 725 Ferndale Rd. No. Orono, Henn. Co., MN Borings completed on 8-26-02, with a hand bucket auger. BORING NUMBER 1- Elev.96.3 - MOTTLED SOIL AT 38" - no standing water present in boring. 0 - 16" Topsoil dark brown loam 10YR 3/2 16" - 22" Brown clay loam 10YR 5/4 22" - 38" Brown clay loam 10YR 5/6 38" - 48" Rusty brown clay loam 10YR 5/6 -mottles 7/1,6/8 BORING NUMBER 2- Elev.97.9 - MOTTLED SOIL AT 28" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 16" Brown clay loam 10YR 5/4 16" - 28" Brown clay loam 10YR 5/6 28" - 48" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 BORING NUMBER 3- Elev.97.2 - MOTTLED SOIL AT 30" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Brown clay loam 10YR 5/4 18" - 30" Brown clay loam 10YR 5/6 30" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 36" - 48" Rusty brown loam 10YR 6/3 - mottles 7/1,6/8 .�ATION N0.627 LICENSE N0.394 PERCOLATION TEST DATA SHEET �ercolation test readings made by�-P Testing, Inc. on 8-27-OZ starting at 10:10am. Test hole location Sowada, 725 Ferndale Rd No , Orono Test hole numberl. Date test hole was prepared g_26_02• Depth of hole bottom.1�inches. Diameter of hole�inches. SOTi.DATA FRnM TF,ST HOi.F, DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is l�ife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 8-26-02, 2•30�. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon. M�imum water depth above hole bottom during test is¢inches. � T Measurement, Drop in water level, Percolation rate, � Time Time interval,min _ inches inches minutes per inch Remarks Water remainin in test hole � 10:10 10:40_ _ _ 6 2 15 30 min , 10:45 11:15 6 2 15 30 min 11:16 11:46 6 2 15 30 min I Percolation rate = 15.0 minutes per inch. Gi:.RiiFi�ATION N0.627 ST'ATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,�on 8-27-OZ starting at l0:llam. Test hole location Sowada, 725 Ferndale Rd No , Orono Test hole number�. Date test hole was prepared g_26_OZ• Depth of hole bottom�inches. Diameter of hole¢inches. �L DATA FROM TEST HOL,E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 8-26-02 :30nm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon. Maximum water depth above hole bottom during test is�inches. ' Measurement, Drop in water level, I Percolation rate, � Time _ � Time interval,min inches inches � minutes er inch Remarks 10:00 prefill 6 _ 10:11 ___ 10:41 _ __ 6 __ 3-1/2 � 8.6 30 min � - -- --- - _ I 10:44 11:14 _ _6 _ 3-1/2 8.6 30 min -- --- --- --- i 11:17 _ 11:47 _ 6 3-1/2 8.6 30 min _ � Percolation rate =$�minutes per inch. C�R°TiF�CATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,�i ,.on$-27-02 starting at 10:12am. Test hole location Sowada,725 Ferndale Rd No , Orono Test hole number�. Date test hole was prepared g_26_02• Depth of hole bottom�inches. Diameter of hole�inches. SOIL DATA FROM TE T HOL DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is l�ife. Depth of gravel in bottom of hole is '2 inches. Date and hour of initial water filling 8-26-02,�Qpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic si�hon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, ' Time Time interval,min inches _ inches minutes er inch Remarks 10:00 refill 6 10:12 10:42 6 4 7.5 30 min 10:43 11:13 6 4 7.5 30 min 11:18 11:48 6 4 7.5 30 min __ _ --- -- -J Percolation rate =1,5�ninutes per inch. PERFORATED �qyER OF GEOTEXTILE �OAMY SAND CAF ;�.,�.�.__ LATERALS FABRIG PERFORATED !_A7ERAl .�'`';.��.:,..._.._..:�-- -_ <"� GRA55 COVER SANOY LOAPA SOIL ,' .;•�� .., ~".'�___' .'=�'r�;�:- 6 INCHES ` � . � ' �� .y � i "%:'�`:; TOPSOII �CLEAN SAND FILI i� '�//".�• j '�:�';: , �: i :� �,. � �,'•;;. rdAXIMUM SLOPE-- .. LAYER OF GEOTEXTILE T�'� 3 To i - ':. . FABRIC OR a INCHES OF �� "• ' '. ��y� f � .�� CLEAN ROCK a� HAY COVEREO BY %�'' ._f' �� > TOPSOIL pLOWEO OR 3�a TO 2�/Z INCNES BUILDIN6 PAPER ?'`� ' j�/� / �';� � �i5►tED SURFACE � s� �: � I�/z� OR 2" r:!'_ �� •*i,/" i / suesoi� � ., ;.''r'�� • �� % ' ' CROSS SECTION A-A PIPE FROM PUMP� • �,•:... � ��.j �_•' .� �;� _.y•• �i''��,-` ,l•• � ,.• /., �' � ;�'� •�� • � � 3�9^-21/ • .�% // " J� ,/ PUMP NG C�HAMBER CLEAN F�OCK ��'�� i•"� ��' ^ '�' � OIvERSION FOR � 6' TOPSOIL �� . / ' �// :� �I•� �, SURFACE WATER � W , `., �. y � �/� {fI � a � ` �� ..,. ..� .-' � �/ �!� 1� "�-�� {•�'��- i'` i�' jrf i� „x•� r,— - -� r7= I ' ?-;�� . . • ' 3 ,�'. ; ; I - '�-c.,_ � �.�'_ �'9'�/ �, Mq � .,,�� PERFORATED ' � '� � �"t i. �. y L'ATERALS i � � i __*`s �v�.t � .:C'� •. �;+L�� . r :J 'Z��.'y. , ?./��Ct• � ; � ' . IeQ `Op� � r .�:�- v. '.,k::�''.•�:-'.:�i��:;� — � ' . ( � •,�`s__ ::'y:.:}:� ' � SQNO F � � L.'":.';�. 36.. ,;'�;s,�.:•::�� . � � � � I . ��l S�D��y��l_ .•`��L�.;��;t;;.,. � � ; � � : 6R�kElqYUR � �..�-�`. BED AREA� � ' I Z N p - , .;�, �;-•`` :-----�,� � � �— '.�..�_ .t y i i 8 RRQr..Rq ��`� ' A I i N Vf � I W . A a N ER lqY��. I , _ ; V � °° R - - � ' i ; z � � - - . � INCHE ' ! �#� � I INCHES LAYOUT OF PERFORATEO PIPE LATERALS FOF2 � — PRESSURE DISTRIBUTION IN MOUND —_ I ; � � I . �—'— — —� � � ///---PERFORATED PLASTIC PIPE _ DIKE �0 FEET�_��KE /-( MA X. 0 o TOTAL WIDTH �PERFORATIONS SPACED 36� J�Jd SPA��NG � 1 END S ZE�EMAY BE�j16FORzTION \ � PERfpRAl I . � .�. VIEW pR �/�". /6 PLAN VIEW � 2�MANIF0�0 � PIP� END PERFORATION OF A PERFORATED LATERAL « PERFORqTI0N5 ON BOTTOM OF 'f Gross Cover PLASTIC PIPE � 40,, rowou / �� `�`�' _� -'_- ,.,..::,;.,.. ... . ..�--.Lo �r of G�ol�Ytll�f'op�ic (a lar- '�(ALTERNATE I.00ATION �O°�SO"d�'°yw �.��aY�+o�AoY w s��orr cwered • � OF PIPE FROM PUMP� w��re ro�in popN) Perlor tio� DriI1eJ Hotliontally / �' • .�Into C p FMar Top END CAP 9O�• . -j A,ERA� �. �r�/��Plu■ . . .. .��—A� L�ost 1�'ro Edq� o n Flrld RaN of Rxk Lo si ArEo � ., " .••I• '-PNIO/UIIOMILDCOifd o� ' �� ERFOR 2 PIPE fROM , amn sond �.oy.r eonom or �a�.roi F P PUMPING CHAM�R ' \ L fN�fN � - •.. . . / Orlyfnal Soil Prop�rly Scwlfl�d , . , ' F-R , . ,� RE�WOOD, CEDq� OR WATER TIGHT Q IOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PI.UGS OR ELECTRIC CONNECTIONS--�--. �NSIDE BOX�C CONNECTIONS MApE 2" PVC CONDUIT SCHEDULE 80 -�-- MANHOLE COVER CHAINED 8�:LOCKED 6�SP� LOOP OF FOWER CORD FOR SETTLEMENT SEA�ED MANHOLE RINGS .FINA GRADE ' ` AT LEAST 12' ' �� BELOW GRADE �, WIRE fROM POWER SUPPLY ' PIPE IS LAID ON A UNIFORM SLOPE FROM ' /;l . �OR PROPER N�RAINBACK�L TREATMENT l�REA SEALE� TANK COVER �—IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET EIEVATiON FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST OE USED WITH ANCHOR—�, — WEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAI CIRCUIT NOTES� EIECTRICAL W�RE FROM POWER SUPPLY . S�Fjj_�V�S7_ � _ MllST NOT RUN OVER ANY TANKS BUT ��" fl - MUST BE I.AID BES�DE OTIIER TANKS � 3 � _ AND MUST BE PLl10ED IN CONDUIT - ALONG POST syuT_g,�'�,E,��Q_ _ ELECTRICAL C�RDS FROM PUMP AND FLOATS MUST BE RUN THROUGH PUMP CONTROL FLOAT CONTACT WIRES CANNOT HAVE GROUND �� ; _ _. Figure F-8 METAL � COVER ►�.. _.r;, ,3; "�-' �� :�'• .k ; '/ �1' .� �? '.V:,. j ' .r. I •�: t: i I > % � I � r � � � .�i�•:�_ ��..;.. ( ,.�� -- I CONCRETE ��,�� MANHOLE RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-l4 . . , . r� --- .t �. ' '� '� VERTICAL SIDE�ALL SEPTiC T�1K -�� —FINISHED GRADE • AT LEAST 6"TO 12" S014 AT LEAST 4' DIA. � CO.VtR 4" DIA.� � AT LEAST I" � AT LEAST I" �A l rl .�,••:... .,. .... ; ' ' _ � -- ,• . • � _..:_ 'Lt Q OIMENSI N FOR TANKS WI7H VERTICAl.=�510 S A 1 WI�jJ�� 2A� MINIMUM LENGTH �? TO 3 TIMES THE WI 8 DIAMETER 60' MINIMUM •, � � OEPTH,, 0 30' MINIMUM: 78rMAXIMUM - C � � � - •AT �EAST �._... 0,2- o .._._. - 6' - 8 � 6NMINIMUMi 0.2 D MAXIMUM � '�� C �0.4 0 � .. ---.. . ._AT I.EAST 4 FEET--' - -� w�fs: �, AWnK�L0�1vtMS��KIf�.lOCA1EDwHIIHif,n+G�Ex � �. an++��N�r�ccs��rnsr.nrei�tswow�iF.n :. urtnr.s�wcuca�Eon��a�cMN,iac�.to�tr.�sr r1��E►avn�t�tenvn,�r+d+cnart�oF�,as�x+r�c:c fNurycS�OHNUIC)Cnf►DW�lilq�f[EIORKLiNn,t 1�lOOvClI►aJattlGftOUt'OIOMEVGt�t�IbCQSt � wKlf. • �. cer��w+uar�v+cEoEtr.ceHRr+ucfr+�Etrr��„u �. �wenr4CI�0aMtO�A1Wlt�w6tik�lM�►�RiE11 ►�uit�tiro.�iwarnewunt►io�Esai��++�wuca Onnwva�OlE3+►�llM�lOC�tEOffv[�DOtNtlEiraET m►ar.a�Envw�tr+ei�s. Nnou��ttocvxt+.�+�ccvnu�t•+ccfnr,.�y�ecir�i •, ronia�.zu�iKenunnc�.�N+�coa+acumcr+�ieo.�.o rmeimvu�oat��en�.ars�iKuNil'nir+fnr�nE �t+Doin.s.��sia�CtOe.�sf�: ak itc atN.rc�a�nNN�N�r icca.��wa rr,�Kc i a� ' r�Kwsr�E�xni►ub�iwrr.NnRr�t��va,�x��Et Md flE2• • — � PENClI. T MARKS � '� �2H� E yi ` ' ,� �� r •��'•�• y �► - � 'r: =: � �, INLET " SCUM � ounEr l �� f•r��0i1T4ET' L.EVEL ,�,� '� �:� Y � }: �.. ��'� � �� C � ' _.._ SCUM CLEAR SPACE" ' � �, `� CLEAN OUT TANK WF�N� ; — • — — _. '•• ^�=••�, j —�' �1 IS 3' OR LESS OR ��' --" '— �} '8'IS 12'OR LESS �� ' _ -—-- - — LSi._ � � y�,2S�''" ' • . . � . .•''. • : �'�`• '` 8 ACK COIAR '' �'",`•;,;;y�y:��:, '' ' �;� ; ''� DISTINGUISHES SLUDGE Y' �'�i . •.�;F'•''!M5 SLVDGE �. . � � (,AYER FROM I_IOUID ,t a::�, •.c ti�,' . . . . i. �� it� � .•,+. +•ttt�E •• . .�•r, :s, ;��., MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK r� — — � � � a2,�1 w�� { B i � �� 3�'� Z`1' TZ �IB�� ?�� A B �B , �I ' �! 32' . Da� (,s 'S 3�1' � '� D(�3 72' 1I�'(o � , z,��s - -- - - - - - - �� - �� DBy �9 j�' P � o�(G� . �- - - -- -- -- �-- - ax-�s ` � �;�4�� D6� �c,' 8 ��y'� ' � 3_q°_x 3co _ `J� c" ;' X� � � �Jr Z r ... -- - — ,�„ � _8 � � 3— � f��^�Nc. , LF' '� �pJ��GCI� � �`� co'�r� � . ,$�p(;E�w�� ,P�- �\ ��,vni�g� � J , p fer-�' i ti ` — — -- �'c�\ — — --- - - - - �c�� y��`� /�(�l� / V f a � � I � CG�--. O � i /��`� " DATE TIME � CITY OF ORONO CALLED IN INSPECTION NO�ICE SCHEDULED " '�C,`�3 PERMIT N0. ��C�: LI��Y� COMPLETED �Qs� ADDRESS ��7 ��I) r, �.., '�• l ��) �� G(, yP`9 OWNER CONTR. �i. 4��a�s� �� C��, ^ TELEPHONE N0. �7�' � y 7�T �,�lc: �f .—, � DESCRIPTION �c.�� 4�t�� _� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL J 10 PLUM � 36 FOUNDATION/REMOVAL � O�prntR/CONTRAC TO MEET YOU._YES_NO � COMMENTS: � r� 4 �e � c� �`�t'e�`�� — 10� x �� e 0 � ~� -�sc ;� J b e o _ � �c.s{� e c.�z,� �.�� j�. Q — ��6" a-upSc� �l n�,p i ' °^ s:� eS. � "* �7U c) -- o v -- ��Q o t�� ..�.,� �,r� L S g -' c�� -��\ �l� � ��Q �— n��r � W � � d W� �QNORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. (95Z� Z49-46�0 OwnerlContractor on site: Inspector. �,��1� White Copyllnspector's File Canary Copy/Sfte Notice - � �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT� SCHEDUIED jv--�-n� ' PERMIT NO. /'J�� COMPLETED �C�--�b'6�3 `�'��3 ADDRESS �n�S— ,G��.f�'1�G� OWNER CONTR. � ��-`� TELEPHONE NO. .� � � DESCRIPTION �( �t-r' U� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WO00 BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU: 1(ES_NO � COMMENTS: 1`�r -�-{S� C� a — S �- b a�,\�� (1` j � — S � C,/�� _ �. � _.. trJS�- 'c� , �..� ��\ �Gc a.}-�v r� • � — � -- �`��S t.-- s�. � W ''�� Q � Z W � W � � � �`�NORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE .� W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR AEINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REDUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: Inspector. �`�� White Copylinspector's File Canary CopylSite Notice DATE TiME � CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED PERMIT NO. ��6 �� 7 COMPLETED I D ��-��3 ' c�'-"3 ADDRESS �� '�`��. �c� M OWNER CONTR.�-^5��S��C �^5-^�rr�� —� TELEPHONE N0. � DESCRIPTION ��"�� S c��;� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: XES_NO � COMMENTS: � _ c�� :� C t�i �.�(' C�rC' ��Sc F`c,.�– j — F��C�t � wU !� � O � � �J� v—(7 ��L � � �-, (�d J ,� � W � Q � Z W � �u � � � � ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ I E CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContr tor on�si�: Inspector. White Copyllnspector's File Canary CopylSfte Notice